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09-9403
CITY OF ZEPHYRHILLS 5335 — 8TH STREET (813)780 -0020 9403 BUILDING PERMIT , ? E• s2 Permit Naambern 9403 Address: 7918 KAY MARIE AVE LOT 306 Permit Type: ADDITION /ALTERATION ZEPHYRHILLS, FL. Class of Work: 434 - ADD /ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34- 25 -21- 0180 - 00000 -3060 Improv. Cost: 38,587.35 175,e.n7..;:e °I��.. Date Issued: 8/12/2009 Name: READY, LESTER & HAGERMAN, MARIE Total Fees: 372.50 Address: 37501 GILL AVE Amount Paid: 372.50 ZEPHYRHILLS, FL. 335421 Date Paid: 8/12/2009 Phone: Work Desc: RAISED PORCH 10x17, SCRN RM 8 x 22 , GARAGE 22 X 23 ON CONCRETE .: T UI ....Y "" a ...: sue. B & •N - TION •F TRAL L BL• NG FE 337.50 ELE RICAL FEE 35.00 JAMES 0 MORTON ELECTRIC CO.,INC. AP F•OT R 2ND R H PLUM: MI _ g. .... .:.. IN" N >, �.. s TIO CEILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE —METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." 6 6g- - 44 1i , CONTRACTOR SIGNATURE PERMIT OFFI ti PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER `cry', I1 f = f s City of Zephyrhills BUILDING TLANREVIEW COMMENTS S Contractor/Homeowner: /3 ? 61 Date Received: 1- Ug / �� Vie. Site: 1 9 8 Permit Type: /e`t/ �I /fi`r,____ Approved w /no comments:❑ Approved w /the below comments: Denied w /the below comments: ID L S 6 - P X E33G� C inel r f}1C .a 1��- GMCA ri t� ss P C ' A� ' a r you r (Lf d . U - ..� _ c., ifb t .e.f _ This comment sheet shall be kept with the permit and/or plans. ? U Kalvin S 'tze l i . Plans Examiner • Date Contractor and/or Homeowner (Required when comments are present) 813 - 780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 � Building Department 11�I ' / * ` 1 0 111 Date Received 17./(•ik • / i a00 9— Phone Contact for Permitting 81 — I /Des 7 I Owners Name ∎ "r l ... . ...... � � 44ra / Owner Phone Number Owners Address I 31 1 61. 1 i. A) Owner Phone Number T L Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS - MS KN. fAQICIvfJ 1•iVl✓ o^ LOT# /_ 304 , SUBDIVISION ( tvri `, goC u V∎ 1 PARCEL ID#I -a .a1 O /80 rO0 -3o1 0 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR INSTALL I ADD /ALT n SIGN Q MOVE Q DEMOLISH REPAIR PROPOSED USE Q SFR Ti COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK FRAME Q STEEL Q OTHER I I Po C d DESCRIPTION OF WORK muse Ora\ 1 J C� h I O W' " A 41, • LO w e-Lu deCA BUILDING SIZE I SQ FOOTAGE I HEIGHT 1 BUILDING 13 .c8 7. 3's VALUATION OF TOTAL CONSTRUCTION n ELECTRICAL $ O AMP SERVICE PROGRESS ENERGY W.R.E.C. aoo n PLUMBING $ 1/ / n MECHANICAL $ VALUATION OF MECHANICAL INSTALLATIOI. .4. }� /�1. /r/� D1 n GAS n ROOFING SPECIALTY n OTHER ((� / FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA nYES [] NO "" e BUILDER , L— COMPANY 30(- 017700, fP ei� jt FiKia- SIGNATURE i REGISTERED I Y/ N FEE C U RRENT Y/ N - r Address , - M s , „_ s _ License # I &MK? 7 8a, ELECTRICIAN PF * ■ COMPANY ITP�11651) I IOCCh Et e W � r►C.. � SIGNATURE REGISTERED I Y/ N I FEE CURRENT Y/ N Address • ' 3 1 Z AA6 (L 353' License # I n 00o a4 4 3 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # I MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I I License # I OTHER COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N I Address 1 License # I I RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. ' Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A /C upgrades over $5000) Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades A/C Fences (PIot/Survey /Footage) Driveways -Not over Counter If on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law— Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in. Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT be.FJ�. CONTRACTDr� L ee, Subscribed and swyrn to arme�med d1before me this Subscribed and swo to or armed before me this by r c. _ b y(7 •Q L° Who is /are personally knjwn to me or has/have produced Who is /are personally known to me or has/have produced �����,,,, as identification. , as identification. 7��. 4-A —e " - ,ALy�< Notary Public ! Notary Public Commission No. _ Commission No. Name of Notary typed, pnnted or stamped Name of Notary typed, punted or stamped eid Notary' Public Stare 01 F, �° rp Notary P U blic Stare Ot hl„, Bn ^e A Asbel 3ry 6 Asbel , dy r , sstntl DD5L �, ssicr� DD5/ From:BAH CONSTRUCTION 07/14/2009 11:48 I1172 P.002 /004 . , r 133,z3 A . . A. c,„...------"----------------------- r 0: ---4 • ' . \". I° 4 '1 r ..... r 0 � �y `a ` Ate` .ARix� E 3� if , e P f u7T R _-- . of/TES E4) ' � �06 S 3' 4r `� '.2004 : TA/ft ?got � le Y 4` t N • a "_'1 K �; lLl pt OU' A a �� Y� i�+ti I r A rclf ' � �� • ..rte , r -.....,...,, I .- 1 ---A% i V.::,-.,-r Pc; ii, / ';' . i . )1? -6 de v L <<' . 6 ilY> - ''' . . i,. i 7,41 60 .\‘‘..„.■.■ a ? 's i;V:'''..".11P.1*-' X X3 6 r q91 t r/44 y .4e/e. C 110 /e / 20 AV' • VIII III IN RIM COB EN HOMES To: Whom It May Concern RE: Federal Register, H.U.D. Manufactured Homes, Subpart F. - #3282.254 Distributor and Dealer Alterations. Under this section of the H.U.D. Code, distributors and/or dealers can alter a manufactured home in such a way as to attach screen rooms, carports, shed, garages etc. providing said manufacturer is in agreement with the distributor's provisions of alterations. The provision shall provide engineered drawings as to how said alterations will be attached to each home and the distributors and/or dealers shall maintain complete records of all aherations made under this section for a period of not less that five (5) years. There must also be provisions for perimeter blocking at intervals at the attachment sidewalls of the home to withstand the download. With the above appropriate format followed, Jacobsen Homes would be in consent with any and all dealer alterations. Sincerely, xf . .. (2, Dennis M. Schraderb s (� President CI DMS /pmc ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES,D C ODE AN G C tOTTDEO ZE H y A ILLS O�� 4 CES P.O. BOX 368, 600 PACKARD COURT, SAFETY HARBOR, FLO I) 34695 PHONE (727) 726 -1138 • LEONARD G. "GEOFF" WOOD, P.E. • 4034 THE FENWAY MULBERRY, FL 33860 (863)646 -5517 Date: 07/27/09 B 8s H Construction Zephyrhills, FL Re: 2010 Jacobsen Mod. #: TNR 7401 Address: 7918 Kay Marie Ave Lot #: 306 Zephyrhills, Fl. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the existing structure to receive the attached structure. The proposed structure is roughly a 8'x22' Raised Screen Room, a 10'x17' Raised Porch, and a 22'x23' Garage. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4 ". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Since ly, ‘ eonard G. Wood 4034 The Fenway Mulberry, FL 33860 / i(---P471— Alt 9 q Q3. 2 n c , io , iv a e ...--4 ON 5c' FF 7 0 E N �QPrI.SE d l'gpi • p,4 r` viii - G� -rER J P cc u (`, y ' , - K if) / ti Q ? 3 12 /o ° ��„ of ;' �i � 1 • ft p, ccie � r n it �� M 0co� I -.."' 1`f, O — I i 1 I � r �7 X b -A" t ` E uJ QY V OR 1 9' FAs T i1 ' 53 �5'I ' t... 6 JO ,... n b LE 3d� y ��' , 7 9/ I r mile/6-- w� C�,0A/L,i /-4/e l Zatis' b 73 ek /4.7.771 X� X , 614) 'A S E CT s'� D 2 ",x AI oE4 1 11 5 SFE /' v s 5 c -6- y � 3 - //) `( o 4)cl r�7�io,� „ X/o X,092 8eA Foo ,g (8 //) //2`K,' /no,t )L // / //c 'X' x, u v �{ $'W d , 56-7 16 ? y (.9-5) 1 1 F - - ll / a 'ex odor S / 141 3 ,,X 3 ,, R.) 5 745 5 E. g � o.v /(-)A 5 6 of .CLA /e01 56C7 U'tf i 3 64/Orel 77)W7 /L 0,0T 4 x 6 ' c)0. o 3 dos 3x3 X, 6/4 ,u p 5 6 t I 35 ia ,, o ,( `..V 4T 1��a� V 1 1 1 1 ! 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J ENGINEERING REFERENCE SHEET TYPICAL LIGHT WOOD CONSTUCTION TYPICAL LIGHT ALUMINUM CONSTRUCTION W - 1 4" CONCRETE SLAB ON COMPACTED F - I POST MOUNTED OVER 2 5/8" LONG X 1/8" THICK EARTH FILL W/ 6X6XI OX10 W W MESH CHANNEL W/ 2" HIGH LEGS EXTENDING INTO OR FIBERMESH, 6 MIL VISQUENE VAPOR POST FASTENED W/ 1 3/8 "X 2 1/4" THRU BOLT BARRIER & TERMITE TREATMENT WITH WASHERS USE 2500 PSI CONCRETE MINIMUM USE 12 "X12" MONOLITHIC FOOTER F - 2 3 1/2" MIN. CONCRETE SLAB ON COMPACTED EARTH W/2 #5 REBAR CONT FILL W/ 6X6XIOX10 WW MESH OR FIBER MESH W/ 6 W - 2 ATTACHING UTILITY ROOM OR GARAGE MIL VISQUENE VAPOR BARRIER AND TERMITE TREATMENT. USE 8 "X12" MONOLITHIC FOOTER TO EXISTING HOME W/ #10X3 "SMS 24" OC W/ 2500 PSI CONCRETE MINIMUM FOR CARPORT. W - 3 4) 12D NAILS TOP AND BOTTOM OF EACH 2 "X F - 3 3 "X3" ALUMINUM POST SET 24" INTO A 16" DIA 6" STUD. IN FIRST PLATE - OF TOP PT PLATE HOLE FILLED W/ 2500 PSI CONCRETE MINIMUM USE 1) 12D NAIL 24" OC STAGGERED TO FASTEN SECOND TOP PT PLATE. USE GALVANIZED F - 4 3 "X3 "X .093 ALUMINUM POST NAILS ON FRAME WITHIN 10 MILES OF THE COAST A - 1 FASTEN HEAVY RECEIVING CHANNEL TO HOST WALL W/ #10X3" SMS 16" OC INTO STUD WALL OR W - 4 GARAGES AND UTILITY ROOMS WITH #10X2" SMS 24" OC IF HOME HAS FACTORY ALUMINUM ROOF MAY ELEMINATE BRACING ATTACHMENT BEAM IF STRUCTURAL GRADE THERMOPLY IS USED - NAILED 3" OC ON EDGES AND 6" OC IN FIELD A - 2 FASTEN SCREEN WALL TO HOST WALL WITH W/ 8D NAILS OR USE 7/16 "X1 1/4 "CROWN #10X3" SMS OR #10X3" TAPCON ON CONCRETE STAPLES AT SAME CENTERS. WALLS 24" OC W - 5 2 "X6" PT BOTTOM PLATE ANCHORED TOCONCRETE A - 3 2"X SM BEAM THROUGH SCREEN ROOM SADDLE W/ 3/8 "X3 3/4" WEDGE ANCHORS 24" OC SCREWED BOTH SIDES W/ 3 #10X2" SMS W - 6 SIMPSON H -3 AND H -2.5 HURRICANE CLIPS OR EQUAL A - 4 2 "X2" CHAIR RAIL CONNECTOINS TO UP RIGHTS ON TOP AND BOTTOM OF EACH STUD TO PLATES 1) INTERNALLY SCREWED W/ 2 #10X2" SMS NOTE: ALL WOOD WALLS MUST BE A MINIMUM OF 6" 2) INTERIOR/EXTERIOR CLIPPED W/ 2 #10X1" SMS 3) 1 "XI "X 2" ANGLE W/ 2 #10X1" SMS ABOVE FINAL GRADE. REQUIRED A - 5 MOUNT 2 1 /8 "X 1 1/2" RECEIVING CHANNEL TO NOTE: HORIZONAL BLOCKING /FIRE BLOCK NOT RE Q POST OR SM BEAM AND MOUNT BEAM TO IN UTILITY ROOMS WITH ALUMINUM ROOF SYSTEMS RECEIVING CHANNEL AS SHOWN IN CHART B - 1 GABLE RIDGE SUPPORT AND CONNECTIONS FASTEN 2"X RIDGE BEAM IN SLOTTED 2 "X6" SM BEAM USING 1" ALUMINUM ANGLE FASTENED PER CHART B III FASTEN 2 "X6" TO 2 "X SM BEAM USING 1 1/2 "X2 1 /8" RECEIVER CHANNEL PER CHART B 111 B - 2 GABLE GARAGE AND CARPORT TO HOST WALL CONNECT SINGLE 2 "X SM BEAM IN 1 I /2 " "X 2 1/8" RECEIVER CHANNEL FASTENED TO HOST WALL WITH # 1OX 3" SMS PER CHART BIIICONNECT 3" EXTRUDED HEADER TO BOTTOM EDGE OF HOST FACIA 24" OC W/# 10 "X3" SMS B - 3 CHART FOR FASTENING SM BEAMS TO WOOD AND SM BEAMS TO ALUMINUM MOUNT 2 1/8" RECEIVER CHANNEL FOR SINGLE S EAM MOUNTINGS Y/' SOILS AND FOUNDAA71ONS l te load intensity and erosion characteristics of elope 18 05.42.3 ]'fain Gradient, Of plain concrete footings footings. The edge thickness a 1805 .4 Footings Li t- Walls of other than rtga shal be designed an constructed in Light-frame fame construction shall pot be less that 8 inches .Allowable bearing capacity of the soil is not exceeded, and (203 mm) where placed on soil. differed settlement is minimized. The minimum Exception: For plain concrete he c footings su Width of footings shall be 12 inches (305 man) Grotty R-3 oaancies, the eciPC thickness rting tcd to be 6 inches (152 tnm noon ).provided that the footing Does not extend b goad a distance greater that the Thick Footings in areas with expansive soils shall be designed all. e" of the footing t„ either side of the supporictil U accordance with the provisions of Section 1805.8. Wall. 1 805.4.2.4 Placement of concrete. Concrete footings 1 805.4./1.1 Deli loads F Shall not be placed through wail, unless a Iremie or other the most unfav Design loads, , due the shall of for method approved by the build , 1�cial is loads s e o the concrete specified in S ect i on 1605.3. The dud load shall in- pla ced under or it in the prime o the coach shall be deposited by approved nigh tole turbulence mini clued the weight of foundations„ footings and overlying fill Reduced live loads, as specified In Section 1607.9. mesh segregation of the mix and negligible turbuJcncx of Are permitted to be used in designing footings, the 12 Vibratory 1805 4. 1 18 4. ry oads. Where machinery off 1805.4.2.5 P other vibrations are transmitted through the section of concrete. during depositing footings fou ndation, coruidcration shall be given h in the footing shall be protected from freezing during depositing and for design to prevent dttrimwtal disturbance of the soil. a period Jo of net less than five days thereafter. W Not be allowed to flow aka shall 1 805.42 Concrete footings, a The dear through the d eposited coacretc 1 05 .4.2 of ncrete concrete footings � materials and COO- 1805.4.2.6 Forming of concrete. I ructio2.1 shall comply with Sections permitted to be eases Coac footings hc are ter 1805.4.2. through 1805.42.6 and the provisions of Chap- ion of the boi the earth where, in the require ding o fficial, soil conditions do not tor forming Where loaning Js required, h shaft Exception Where a dance with 1n ° �Of' Crete f it design u rant provided, Con- Chapter 6 of ACI 318. footings supporting walls of light -frame construe- tion are perm nJ to be deigned in accordance with and co .3 Masonry footings. The deli Table 1805.4 2 and oorutruc>jon of m 8� materials ationry -unit footings shall comply With Sections 1805.4.3.1 and 1805.4.3 2, and the provisions 1805.4 2.1 Of Chapter 21. 80ll have 2 1 a � strength. Concrete in footings Less than a specified compressive strength c) of not /kJ 28 days. pounds pax square inch i J 7 237 kPa) Exception: WbeWhere s specific design u not provided ma sonny -unit -w nit footings supporting walls of light-frame con - Sbuction arc permitted to b designed in accordance with 1805. Reserved. Table 1803,4.2. 1805.43.1 Dimensions, laid in Masonry-unit footing shall be Type M or S mortar complying with Section FOOTINGS SUPPORTING W TABLE 1805.4.2 Ail WALLS OF LIGHT -FRAME CONSTRUCTION&.b.c.d NUMBER OF FLOORS NTH OF THICKNESS OF SUPPORTED BY THE FOOTINGS• FOOTINGS FOOTING (inches) (inches) 6 3 6 For s1- 1 inch = 8 25.4 mm, 1 foot a 304.8 ram. a Depth of footings shall be m b accordance with Section 18052. ground under the floor is permitted to be excavated to c. the elevation of the top of the footing, the widthsS R are ppamhted to be supported by isolated footings. gs shall be spaced not more th r. width and length shall be twice d. For thickness of foundation walls, see Section 1805.5. c Footings art permitted to support a roof t addition to th o , Shall be as required for supporting one fl e stipulated numbs of Boors, Footings supporting roof orth C Plain concrete footings for Group R - occupanci are permitted to be 6 inches thick rtonaa tsuliaing Lode Online Page 1 of 1 t� a ' I i ! i s - , . ^ +, _ i 3,. , wi' r ,,,iii,, �, '` § x e t s z a „ zx t 1, 4 : C T' + . t ',I4 .* 43 Yi c 'Y ..+k#:.:�. 41 * 'YCi`+e, n _ _ ,_.,: ■-4, . r ' F- � r _i :WO , rr ., ROVE ABOUTDCA PGA PROGRAMS conAciocA s a - BCIS Home Log In User Registration Hot Topics Submit Surcharge Sits & Facts Publications FBC Staff BCIS Site Map Links Search r 'i illt i k ; - - J Product Approval % ;= iiir 4, usER: Public User kiss > ; V = Community > a ;Y Affairs Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Search! "" "'' F' Code Version 2007 FL# ALL Application Type ALL Product Manufacturer Kinro, Inc `' Category Windows Subcategory Single Hung a " Application Status ALL Compliance Method ALL ;Quality Assurance Entity ALL Q y y Quality Assurance Entity Contract Expired ALL r', 1 ' 1 6 '; !Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL ilmpact Resistant ALL Design Pressure ALL ,Other ALL -- -- - - - -- - Search Results - Applications ( FL# rTvpe Manufacturer Validated By "Status FL99 -R3 Revision Kinro, Inc American Architectural Manufacturers Pending FBC Category: Windows Association Approval Subcategory: Single (847) 303 -5859 Hung FL2864- Revision Kinro, Inc American Architectural Manufacturers Pending FBC R2 Category: Windows Association Approval Subcategory: Single (847) 303 -5859 Hung FL12053 New Kinro, Inc American Architectural Manufacturers Validated Category: Windows Association Subcategory: Single (847) 303 -5859 Huns PCA Administration Dspartn,arrt et ConumarkyAffairs Florida Scenting Cods Oradea Cods and Standards 2555 Shumard Oak Boulevard Tallahassee, Roride 32399-2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: ®® sCtec El http: / /www.floridabuilding .org/pr /pr_app_lst.aspx 3/24/2009 • rlonaa Building Uoae Online Page 1 of 2 i r ,p � � r� i •� ����. 1111;.; l' S i' x , g +s r -� t n s` .X,. 1 is: u , t t , o ' b �. s ;„ !i" 2,,,, , . ' , ,: .• 5 , , „- •,,,A . ... 1 ; •• +� is' :: " :•.: 1 al- AsOUT OCA OCAPROGRAMS CONTACT RCA 'd i t r BCIS Home Log In User Registration Hot Topics Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search y i ( r USER: Public User , Affairs � ` Product Approval Menu > Product or Application Search > Application List > Application Detail 4 r E FL # FL2864 -R2 ' n Application Type Revision ,} . k � , Code Vers 2007 n r Application Status Pending FBC Approval k ., 49; Comments t. �; raa Archived ,1 • Product Manufacturer Kinro, Inc Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473 -4421 Ext 117 ddewey @kinro.net Authorized Signature David Dewey ddewey @kinro.com Technical Representative David Dewey Address /Phone /Email 500 Airport Drive Mansfield, TX 76063 (817) 473 -4421 Ext 117 ddewey @kinro.net Quality Assurance Representative Address /Phone /Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/22/2009 Date Validated 03/09/2009 Date Pending FBC Approval 03/15/2009 http : / /www. fl on dabui l di ng. org/pr /pr_app_dtl . aspx? param =wGE VXQwtDq s %2b YQ6%2f. 3/24/2009 riorlaa tsuncting Loae Online Page 2 of 2 Summary of Products • • FL # Model, Number or Name (Description 2864.1 26000 SH 46- 1/4x63, Alum, Flush mount, Tilt -in sash, IG, 1/8 DSB annealed Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL2864 R2 C CAC KIN 26000 R45 46x63.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 06/17/2012 Design Pressure: +45/ -45 Installation Instructions Other: FL2864 R2 II Window Installation Florida v032009.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I Back. 1 1 Next 1 DCA Administration Department of Community Affairs Florida lydlain. Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32 39 9 -21 00 (850) 487 -1824, Fax (850) 414 -8436 C 2000 -2005 The State of Florida. All rights reserved. Coovriaht and Disclaimer Product Approval Accepts: Verttign M ��Su_ a.crr.d 4 YF RiFYp http: / /www.floridabuilding .org/pr /prapp_dtl. aspx ?param= wGEVXQwtDgs %2bYQ6 %2£.. 3/24/2009 e.3-11 -;_I 1 9 14:t I<. H J MOBILE HOME SLIPFt i' 8636673335 PAGE: c 1414( R,evine i Jas. 20, 2996 • • Recommended Window Installation Instructions For Metal, Vinyl, Flush Mount and Recessed Fin Including Egress Units MANUFACTURERS NOTE: Failure to follow these instructions may cause the window rot to function properly. AO product liability and warranty could be void. These installation instructions are recommendations only. Local building codes may impose additional requirements, and those codes may supersede these insiruttinas. 1. Routh Opening Preparation A. Opening for windows should be framed in accordance with the required standards for sine of window used in order not to apply any loading to the window which may hamper its operation. The prepared rough opening should allow 1/8" clearance on each side, the head and the sill, including the thickness of pre - finished paneling, shims, liners, etc., where used. B. Window ronah openine should be level. Miami) sad square: Check width, height, and diagonal measurements for squareness. There should be no more than 1/8" variation between these measurements. Avoid the use of warped, twisted, or knotted framing members. It is recommended that the sill of the rough opening be straight and leveL Bowed or warped sill framing members can result in a crowned sill of the window. C. Make certain all mounting surfaces (siding included) are securely fastened and flat around the perimeter of the window opening. Check the opening for cornett size. Kinro recommends adding 1/4" to the actual window width and 1/4" to the actual window height for the rough opening size. D. According to Federal Manufactured Home Construction and Safety Standard, the bottom of an Egress window shall not exceed 36 inches above the floor, nor shall any latch or other device for the window, screen, or storm window which needs to be operated in order to permit exiting, be located in excess of 54 inches from the finished floor. E. Flashing: it is not the responsibility of the window manufacturer to design or recommend a flashing system appropriate to each job condition. 11. Window installation A. It is recommended to apply a 1 /8" thick, suitable, good quality, non- hardening, water resistant sealant tape (putty or butyl type) to the back of the window mounting flanges in order to provide a good seal with the homes weather -proof envelope. If a gunable sealant is used, a 1/4" bead should be applied centered over the mounting holes on the back of the window mounting flange. CAUTION: • For vinyl windows, do not trse a sealant that contains solvents which may chemically attack vinyl. • The use of foam tapes is not recommended for window installation. B. Do not remove any shipping clips (if provided on the window series being installed) and always keen operating sash closed and locked dories! installation. 1 P7:71-2009 1 H 3 MOB I L_E HOME SLIFPL. i 86.673-7-7F, FAGE : 1 C. Always handle windows properly. Always pick them up by both side jambs using both hands. Never pick up and handle windows by the header only, sill only, or by one side jamb only. This can damage • the windows and possibly rupture the glazing seal and/or joint caulking, thus resulting in a possible leak D. Carefully insert the window into the opening. Center the window in the rough opening with the sill of the window resting on the sill of the rough opening. E. Drive the first fastener at approximately the center of the vertical frame jamb. Drive the second fastener on the opposite jamb at the approximate center. Drive the third fastener at the center of the sill member. (Note: When installing windows check the window sill for straightness. lithe window sill is crowned, apply tight pressure at the center of window sill until it is level. While bolding the sill level, drive the third fastener into the center of the sill.) Drive the fourth fastener at the center of the head. Run fasteners, from one of the above fasteners, to the end ofeach frame member). Repeat this step until all fasteners have be cn inserted from the center of the vertical frame jamb outward to both ends of each member. Finish installing the fasteners from the center of the Frame Head and Sill outward to the ends of each member. See attached drawing for visual guide to fastener placement of assorted window types. Note: All fasteners should be driven straight into the window frame. See section Ili for fastener information. This sequence of fastener installation applies to both vertical and horizontal sliding windows, flush mount and recessed fin mount, for both metal and vinyl windows. A drawing is attached for visual reference. After the initial fasteners are placed, it is important that the installer does not run the remainder of the fasteners in a continuous clockwise Or counter clockwise) fashion around the window. F. Avoid damage to the seal between the glass and the window glazing member. Power drivers should be adjusted so as not to cause excessive dimpling of the window flanges. Careless mounting procedures could negate window certification. U. if the exposed surfaces of the rough inside opening are to be trimmed out with pre - finished paneling, it must be done in such a manner so as not to distort or twist the window frame members and make the operating sash tight or inoperable. if interior trim is installed prior to window installation insure that enough room is left to allow the window to fully seat against the exterior wall surface. Do not obstruct tilting sash operation or locking mechanisms with inside trim, wood molding, etc. 11. Windows should be checked alter installation to make sure that all moving panels, mechanisms, latches, and other hardware function properly. Any shipping clips must be removed prior to operation of the window. L The window's exterior mounting flanges should be checked after the installation to assure an all- weather seal. It is recommended to seal the outside top of window (full width) with a good quality sealant for additional insurance. J. For vinyl windows, leave an appropriate gap between the edge of the siding material and the window frame to allow for siding expansion and contraction. For large vinyl windows with recessed fins (size 72" in width and wider) Kinro recommends a sill support (minimum I " thick) be installed underneath the projected frame sill on the outside. 2 03:11 1 K hd T MOE:I LE HLIr°1E SI IF'F'L 'i 86366 i 33. Pk(7E : 2 K. The use of any appurtenance system not approved for the Egress window or any alterations of an approved appurtenance system the window oc tifiation. The operating instructions and certification label are a ;armament part of the Egress unit and must not 1* removed. L. There should not be any obstruction placed, ettached, or located inside or outside an Egress window which would hamper direct access to Egress Devices or exxoach on the minimum dimensions for horizontal, vertical, and square feet of area required for exiting. Castles: Flammable fabrics could prevent access to the exit devices. M. An operational check of each installed Egress Window or Dever shall be made at the installation site. For HUD eta nufactrued homes it is recommended that the Manufactured Home Factory record and retain a pentanes* record of the serial number of the Egress unit in direct correlation with the serial number of the Manufactured Home in which it is installed. This will facilitate correction, recall and notification for non - compliance defects and/or imminent safety Lards. N. Do not install vinyl windows an top of vertical or horizontal n►etal siding. Flanges may be damaged and leaks may occur. Warranty is void. 111 Dolma A. Either screws, nails, or staples may be used as fasteners for your installation. The fast a er must penetrate the stud at least one (11 inch, allowing for exterior sheathing. The pte-pmched mounting holes in our window flanges are to assist our customers who rise #8 pan head same fakers. Other equivalent fasteners would be as follows: 1. 6D smooth shank nails (min. 1 'i4'° penetration) 2. 6D ring shank nails 3. 16 gauge adhesive coated staples, 7/16" crown. Notre Any fastener, either steer, nail, or staple that is left exposed to the weather should be of a plated type that will not corrode. C. la Wind Salad ?gees 91 >mu& lad ba - Wind Zone Ib Let uneven corrugated siding, s fastener should be Owed ial every bele to aware. a proper weather seal aroma the perimeter of the window. On smooch wood finish siding, a fastener in every other bole for aluminum windows and every hole for vinyl windows is r eootttariesded. When installing a window in this fashion, the installed window should be cheered to ensure that the are no excestive dents or rises in the fin that would allow a water or air leak. Exterkt type trim could then be placed over the window. When using nails or staples, they do not have to be in the holy just in the general loaadon. D. , ; _ �_ • 114: one fastener should be placed in every mounting hole to meet stnrceund strength. Except for the required number of fasteners, follow all 'instructions listed above. ',h -d.,1 cc%,y �i r. .�.c r • met i I A& 0t,J, -1�4 Exp, �l ' d' �! rF CAt.1vol 3 , ___ 1,0fo WINDOW INSTALLATION I FASTENER PLACEMENT .�- O —d - -- a t 0 O FIXED FIDE OP RA Q SID iIue LATE a o _ OPERATING HORIZONTAL SLIDE SASH WIN � , a 66 ====–C> VERTICAL SLIDE 00 00 SINGLE HUNG a PICTURE WINDOWS - - After initial festeeers ere pieced — run all other fasteners from Cr-- - O -fl 0 -Y one of them to the end of the member. DOUBLE END SLIDER li is racommefded to always start COMBINATION at the approc imate ceeter of the jamb, WINDOWS 'plum FASTENER W v-- LOON FASTENER SEALANT /TAPE -- ie01Ri — 7 W SEALANr /TAKE METAL $101MS ` —� _�L C7 I ___I LA- -4C I TRA JAMB INANE .MAC MS I— - TIIM 0 1: 1: . - ICal IM LA 10f 0 W = IfTEB1OA 5740 INTEIt101 ill STUB to Flouts F111111 t/7 W --1 — .- I /B' I /B' L.IJ La TYPICAL film JAMB moss maim TYPICAL SIDE JAM 00011 SECTION Cr win /1111101 TRIM w1TM IITERIOR TRIM IMiTALLEO AFTER wIMOOS M0o Po9! 4 of 4 17sTALLEO BEFORE w10 - r RAA F-o!e„?..5 \ Projec•, F-DIO•arsk L 20. :300 \ .•., :258‘0. .-1,, 0, ,•ings \,,_ 03'.1 r q, ft-x - - - • • — -- - — _- _ _._ _„, ..., . . , . - _ ,,_ _ - • . - _, ,_ , • , 7 . . • iu. , - 3,3 - :„:s -,--:, •' , - e. -,, , .?.? S''.! .,... s , ..,••• 7, > 2: ,.1 , % ;.' -; 6 ' Z‘ :::: 7 ' r r :' ..'? ' ''i '•-•2 a g :: n. F-: b :-• r =;,, IT Ij n •:,•• g ' _43 f t, , _ , , ci , , .... .._ _ _-_ .._, .: _, .: vt t.:- ,. 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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search illk 1 Product Approval 0 Hr: USER: Public User C Community Affairs Product Approval Menu > product or Application Search > Application List ilininiMMUNSIMEI Search Criteria Refine Search P COMMLINRY PLANNING 5302.16 Code Version 2007 FL# ttiousINGaCo&GuNRY Application Type ALL Product Manufacturer ALL DEVELOPMENT Category ALL Subcategory ALL *EMERGENCY Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL • OFFICE OFTHE Product Model, Number or Name ALL Product Description ALL SECRETARY Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL [Other ALL Search Results - Applications FL# !Time Manufacturer Validated By Status FL5302- R1IRevision Amarr Garage Doors Steven M. Urich, PE Approved History FL #: FL5302.16 Model: Stratford (M600) and Heritage (M950) (717) 932 -8500 Description: Dwg. IRC- 6018 - 110 -15, 16'2 thru 18' wide. Category: Exterior Doors - Subcategory: Sectional Exterior Door Assemblies DCA Administratioq Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Cnovriaht and Disrlaimpr Product Approval Accepts: NINE ® hi + ® http : / /www.floridabuilding.org/pr /pr app lst.aspx 7/31 /2009 •. j 5gc ° ' - 11 t 1Tb 1 a _ 3711 N FOX kO k41 #g 1 : 711 g" q S ~ so b In °1`r, OE g !1!! 2 b 0 e ``j 9rE 9a' : 1 ! 1U1 1 - 1MININIUNIIIIMMIV 1 B ��� R 1@ I ;d O C N I ® m 11. . , __, ..., 11.1! ;� 1- 1 lo R BI I 111 !h h I 1 br: SW 8 k a I*r, I ld { I ; . I :II I 1 I I II I iJ I I ! I I I wi • • OE iiv In 6:1E- 1"1 1 d " . b 1 3 �5 Q ~Y P wh k. 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A m b r a r r 1. r a S .- o 5 o o iobb r oFF AFF q FF FFeDOO Florida Building Code Online Page 1 of 1 QenA OR cf FLORIDA m 1" i fti ty Affairs . .. roc* ROME ABOUT DCA OCA PROGRAMS CONTACT DCA ' BCIS Home Log In User Registration Not Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search rr © Product Approval m USER: Public User Community Affairs Product Approval Menu > product or Anolication Search > Application List Search Criteria -_ - r ctxrlrnuNrtY PLANNING Refine Search Code Version 2007 FL# 5302.16 *MOUSING acOMUUNIrY ,Application Type ALL Product Manufacturer ALL DEVELOPMENT Category ALL Subcategory ALL *EMERGENCY Application Status ALL Compliance Method ALL •1PNAGEMMENT ;Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL ► OFFICE OF THE Product Model, Number or Name ALL Product Description ALL SECRETARY Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Applications rr ut F ITVoe Manufacturer V Iidated By Status FL5302 -R1 Revision Amarr Garage Doors Steven M. Urich, PE Approved History FL #: FL5302.16 Model: Stratford (M600) and Heritage (M950) (717) 932 -8500 Description: Dwg. IRC- 6018- 110 -15, 16'2 thru 18' wide. Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies DCA Administration Department of Community Affairs Ftor/da Building Code Online Codas and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. 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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval `,,i: j USER: Public User Community Affairs Product Approval Menu > Product or Application Search > Application List > Application Detail EillillMiSint t COMUIMITYPLANNINt3 FL # FL1722 -R3 Application Type Revision "wueINOAOOrataunIn Code Version 2007 DEVELOP NT tE.ERUENCV Application Status Validated MANAGEMENT Comments Reviewed 6/1/09 ► OFFICE OFTHE : Archived •, ARY Product Manufacturer Elixir Industries Georgia Door Division Address /Phone /Email 1215 Pope Drive Douglas, GA 31533 (770) 459-8183 bpowers@elixirind.com Authorized Signature Robert Powers bpowers @elixirind.com Technical Representative PTC Address /Phone /Email 1535 N. Cogswell Street Ste. C25 Rockledge, FL 32944 (321) 690-1788 info @ptc- corp.com Quality Assurance Representative Address /Phone /Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 05/18/2009 h t t p : / /www.floridabuilding.org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgvOQpGQvtVmP... 7/3/2009 Florida Building Code Online Page 2 of 3 Date Validated 05/29/2009 Summary of Products IFL # Model, Number or Name Description ' 1402 -14 Vinyl Steel Out - Swinging Regular Door - 14 "x14" Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC APC 402- 14.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +33.3/ -50 Installation Instructions Other: FL1722 R3 II DWG 402- 14.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.pdf Created by Independent Third Party: Yes 11722.2 1402 -205 Vinyl Steel Out - swinging Regular Door - 20" slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 402- 20S.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +40/ -45 Installation Instructions Other: FL1722 R3 II DWG 402 20S.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.Ddf Created by Independent Third Party: Yes 1722.3 1407 Vinyl Steel Out - swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 407,Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +50/ -50 Installation Instructions Other: FL1722 R3 II DWG 407.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.Ddf Created by Independent Third Party: Yes 1722.4 1430 W9 Vinyl Steel Out - swinging Regular Door - 9 -Lite Window (1'8" x 3'0 ") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 430 W9.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +40/ -40 Installation Instructions Other: FL1722 R3 II DWG 430 W9.odf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval wout storm doors.Ddf Created by Independent Third Party: Yes 11722.5 6400 -W9 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 6400-W9.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II DWG 6400 W9.pdf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.odf Created by Independent Third Party: Yes 1722.6 18500 -Oval Steel Clad In -swing Door with Full View Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 8500- OVAL.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 http : / /www. floridabuilding. org/pr /pr_ app_ dtl. aspx ?param =wG E VXQwtDgvOQpGQvtVmP... 7/3/2009 Florida Building Code Online Page 3 of 3 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II DWG 8500.pdf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.pdf Created by Independent Third Party: Yes 1722.7 19000 Steel Clad In -swing Door with Fullview Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9000 IS.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2012 Design Pressure: +65/ -65 Installation Instructions Other: FL1722 R3 II 9000 series door.pdf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval 1414.pdf 1, Created by Independent Third Party: Yes 1'1722.8 19401-W9 Steel Clad In -swing Door with Full -view Storm Door 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC 17024 9400 IS.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2012 Design Pressure: +60/ -60 Installation Instructions Other: FL1722 R3 II 9400 series door.pdf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval1414.pdf Created by Independent Third Party: Yes 1722.9 ISTR 7000 Oval Standard Residential Door with Full -view Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1722 R3 C CAC STR 7000- OVAL.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/20/2011 Design Pressure: +60/ -65 Installation Instructions , Other: FL1722 R3 II DWG 7000.pdf Verified By: Paul E. Winter 22693 Created by Independent Third Party: Yes Evaluation Reports FL1722 R3 AE eval w storm doors.pdf Created by Independent Third Party: Yes Back I I Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Cnnvriaht and Disrlaimpr Product Approval Accepts: WrIttee lot rmil VINO.. http: / /www. floridabuilding.org /pr /pr_ app_ dtl. aspx ?param= wGEVXQwtDcw0QpGQvtVmP... 7/3/2009 .. m . u N • ri fn 2 o Wi MA t° AO tt m 00 = z m m - ow z o c m O p m m O m 1 1 1 1 f�n g ��> Q .z eg mmzmg > mz > !f F y 1PM � z g i m Z o F am o = ' 8g y$u �-R 00 92G p D m $ p 4 ;°A �xa t ( t � t t22 C ' 1 m VE 2 F � D T €; -. mN 7 �jy >X_ oo � 10,§1 O t Pt 1 'ri in ; i 4; gy p 04 4E A 0jm P 5 i O IT m / O O . D t w N g m 2 li k illi t 5 „ > y 2 ov o iy � 16 o 2r� m o -og N 0 A0 An m 1 t go fit f) 4 � �� il 0 � m X 122 v 0 tl i 2 m 1 P i l P„ Pi' lai g r 6. cgli =m alp gl l _ n 4 el a g ain ;� R9 hall 5E3 io W IE YA t g AMm CAN, hig Pi i rE ;II 0 -lir I it g_ gg, ma � i 8 m II! z (iit ? 1 RQ lc am I Nti I 3A g a¢N fl ?, t ROZ f m S§ iV6A MU h Om b gi 0 ;1 lii VP 1 9 gq N — A i E 0 O o c m O N 3 M PROJECT 03011440 ELDOR INDUSTRIES - APPROVED BY: DATE: Ptwl E tAlYtYr 1900 POPE DRIVE PW E. vrrttt. MOWS i � DOEG4AS, GEORGIA 31533 NON-IMPACT MODEL 402-14 O/S VINYL LAMINATED STL DOOR GENERAL AND INSTALLATION NOTES / ig• wovt• w, awwwn we, vrc,uC 9MC 06 1 636 N.Ctt3er.e BY..I. Bub C25 4 KALE dN1M+o NG t6 � runs 3295,5 N.TS. ELDC0091 ... RHAMOBe Rev: 3.er<T n 0 _ ' C.0'0'40' . 21... h. 321.00.17611 - 1 OF 4 M' 001C10•110. DAR F = T mp I D o r a = -g m1 �r 4D4D4r4) rii o o ! 4 x r11 °y 4D . ∎j 4D ggio m iF Owl 00 4D i 4D _ z 4►4)4D4D y A X 21 y 0 n1 5 g 0 4 ' A n A m C z)( rn y xi S z r v �r-1 1! p•pl X ‘ —J- o O Z ( P y p < r Q u ~ 5 r Or ' ; m o ; ,_,,4 L J mr z { 0N5. �:5E 0 O m V; Q C n 9 3 0 0z I� o� 2m P P OLy <2 �. N iii (n - OZ ta Z ti,_ PR ► wD -oa3 ELIXIR INDUSTRIES APPROVED BY: DATE: _ _ 1300 POPE DRIVE Paul E. Mom 0914/09 No. DOUGLAS, GEORGIA 31533 NON- IMPACT MODEL 402 -14 0/5 VINYL LAMINATED STL DOOR ELEVATION & ANCHOR LAYOUT _ , //V DRAM DT /�� SMCi 05/14/08 – U.0 PV PiC. -Ar SGU: MuYD6 M0: 1533 N. Copswo4 S Sub C7E Ra.MDga. Florida 77656 N.T.S. ELIX0001 NPECMMa' rM�MNM�ND.79YJ6 PM 321.010.1728 IKV sMEEF, lREV DFSCbT95 I. i7l.a - 2 OF 4 DATE TT 0 m CD G > r H N x ; .../ m C -I N A - -1 v x m E 1 � m m Z m b - ; o o z0mm XI z i -Cg 3 • z m ol l x 'II m ym z� z7�c m� �m m Z 8 0 mr Ild f �y Fir X0 - i --- -4 0 N I, 1 Z a Z S z 1* g o z m� ± O izt a m z z ; n m � -i z o i F S P el 7 2 ; ; x z x1f L. 14 2 • x 0 —I m n ll• N i / \\ A 17 \ 1 \� 11 d m \ -- mi . . __ . m PP m n OP m o C) o F x N 0 Oc m w E y �� m � - z A 0.0 mm -I i •0m F. , o �m m 2 '�� z Z rl -1 � T C7 Pm z9C �� A � g� �� C 1____ N C I I IN. h - �r � Ce Z� Htn z m n� lO tD co .-1 y� > - ? d[!J {OC �z .-7� � m 03> w .-I 3. m T 7 .-3 a La 7 m � _� 22 R g Z • Z z 0 - m+ m ma • c� rl 2 °; -4 - y Z 2 �- E o M M 0 p 3 Z m T X _ E z - -mD PROJECT 113094)503 ELIXIR INDUSTRIES APPROVED BY: DATE: _.p 1300 POPE DRIVE PRA E.w.w.r Dyoyo DOUGLAS, GEORGIA 31533 m`6. NON - IMPACT MODEL 402 -14 O/S VINYL LAMINATED STL DOOR VERTICAL SECTIONS d GLAZING DETAIL FtUMllm w: b * flY: wrt- SMC 0505108 PTC. S7 �'� 3f.� pp� E 7696 * N r 643( I F , F Sect. 296 C25 N.T.S. ELD10001 R nJtY!p. Floods 38965 � PN: clacr: r c«M CraMwwwm NU F`ru . - .tl�.MD.1T�p - 3 OF 4 "F P[6t - PTgn wrE n Z a> ZZ m 13 cn s m q i q u - z i w z °: y C m D N O a 0 A C) Cy m i0 <° _ i O : i p Z p T p Z • cii Z I = y 0 0 ca m m 0 I 0� O vim 4 m S PI al i n 1i. i yr �I'M'i b 0 40 03 � j < `�N � /, '4�' _m It Ill -4 0 - %/ m N —+ � !AI m .. z � � -4. ,n \ ......- - r / m co m m mz T 0 • y X mD m m sm0 2 rn E �� rnN �� , rn q mm X O y rig � I 0 0 . a p � � cn " u, m y� z • �- j n rn v, a •� i o m y 1 r rn O i m 0 5 3y ; V1 co _ � e -n x z z ril m °3 Z ; ?� �N m n Za 3 Z Zm r DC� 0 > o 1 1 F mx z '; m —r m � PI g C 0-I m �g Of p y � c o E . . y to v UU b z 0 g� a x Z S Z 0 0 . z X m ~ L... zx y 0 m r 0xgo4o3 ELIXIR INDUSTRIES APPROVED BY: DATE: • PWI E. w:/.._ 1300 POPE DRIVE Paul E. Winer MOW/ cw o. T. DOUGLAS, GEORGIA 31533 r„u_ NON - IMPACT MODEL 402.14 0/S VINYL LAMINATED STL DOOR HORIZONTAL SECTIONS �J O ff ' �..� .. - //...� /Y 414,4 o/.. SIX O5 00 ELI c� (. LLB �w scam 1333 N. Qpp:wyll S /MI, 311/e L73 N.T.S. EUX0001 110C/I44144. Florida 329`.5. //aw]]l,f)7/ REV: p„EE1 FINE C.. .. M A..ES.r <ww NC, 2t 6 f 321444.17114 _ 4 OF 4 44v CEYC /wTJON O�TE /v 111111010011100101110111IIIII011101 11011111111111 NOTICE OF COMMENCEMENT 2009107976 State of Florida County of Pasco THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the folly irrfolmation is provided in this Notice of Commencement. / 1) Description of Property: Parcel No: 3 ? - 25 y/ - 0 (rQ - 00 003 3 Q (p 0 rig) F KA MA g' J 6 fit/1= Lo r .20 (Legal Description of the property and street address if available) 2) General Description of Improvements: 114 0/M/ t'; /-1 0 flit F P f}C ` 6 is /E, .56/2-61-- 42,A (s0 fr h� air?,e,� of -- 3) Owner Information: Nance 1 f - S r/ g . (� 4 2 r A k2 L( 3 7 c - - 0 ( r LU /-LJ( 7 /;7/ /`l/Ztf�(.t.5 If:L ( '3st(/ Address City State Interest in Property: Rcpt :1256730 DS: 0.00 Rec: 10.00 IT : 0.00 Name of Fee Simple Titleholder: 08/04/09 Dpty Clerk (If other than owner) Ad dress City State t9 33 .a4„) Contractor: Name /? 4 !7 / ( 77 7 D /✓ � (; c ' / r c. L- X1 O D d Z ,- Mpg/it 1 &21P 6 6 - 1 , Z F I i / i ' L (f / CC S /- - to . xm Address City State co z m 5) Surety: Name f F ntaej D U1 Address City Stle — o a 6) Lender: Name -0 ' G'1 x O so o Address City State 41 7) Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section w o 713.13(1)0)(7), Florida Statutes: mm m Name Address City State 8) In addition to himself, Owner Designaes Of to receive a copy of the Lienor's Notice as provided in section 713.13(1)(h), Florida Statues. 9) Expiration date of Notice of Commencement is one year from the date of recor. unle s a different date is . •citied. Date Signature of C • •ur S 4. tate of Florida h n County of _ V'� SC 6. n The foregoing instrument was acknowlledgedd / before me the 11 6 y , 2_ O 0 9 (Date), by 1 —r: rf/L w ■ g/ ` - 2 /T / , I (name of person aclatowledging), who is personally known to me or who has produced ��f''4eD/t/ l/ `' 1 /'/1/J t'/v (type of identification) as identification. �P" t y� . 4 i Jt ,3 c t P � C 1( 1hd SEAL.: f'` � e �� : a ,a; 4 f ^ s ion DD566784 1 NOTARY JAMES O. MORTON ELECTRIC CO., INC. • P.O.Box 1537 Zephyrhills, Florida 33539 813- 782 -7237 fax- 782 -4415 August 4, 2009 City of Zephyrhills Building Department Re: Authorization of Permitting I, James Morton, authorize Diane Beebe to be able to pick up, apply for, and any other aspects of the permitting procedure for James O. Morton Electric Co. Inc. If you have any questions, please feel free to contact our office. Sincerely, G James O. Morton (a/iik , / 6,1- (/ eoblic Stale d /6/N.,/,/ . M m u056678� P (= /Z N6 I A' orm Exprros 06 /22/2010 11111 %144 4144_ , L -MHP 4025 Morris Bridge Road Zephyrhills, FL 33543 Phone: 813 - 782 -1064 , CONSTRUCTION F: 813--6 w.bhceeax: 224 715-1206 585 ESTIMATE Toll FREE ESTIMATES of Central Florida. Inc, www.bhconstructioninc.com * *LICENSED * BONDED * INSURED * SKIRTING * STEPS * ROOM ADDITIONS * ALUMINUM * CONCRETE ** Lot #: 306 Subdivision: GRAND HORIZON KAY MARIE Date: 7/14/09 Lap Siding Color: GLASS ROOM WALLS Home Serial #: Walls + + + = o L/F x $o.00 Home Model #: R System Insulated _ x _ = o Sq. Ft. x $3.36 $o.00 Beam Color: Hand Railing _ L/F x $23.14 $o.00 All aluminum roofs include: Pans, Trim, Gutter, Down Step Railing 2 EA x $95.68 5191.36 spouts, 3x3 Posts, and Flashing. Maxi Railing . 2s L/F x $30.40 5699.20 46 Pans 13 Ft. Long 598 Sq. Ft. x $4.20 52,511.60 Maxi Step Railing 1 EA x $135.85 5135.85 1 s Pans 11 Ft. Long 198 Sq. Ft. x $4.20 5831.60 Garage Door . _ x _ _ EA x Sono 24 Pans 9 Ft. Long 216 Sq. Ft. x $4.20 5907.20 Garage Door Header 2 x 12 1 EA x $203.00 5203.00 Pans Ft. Long o Sq. Ft. x $4.20 $o.00 Garage Door Opener x 7 1 EA x $313.00 5313.00 Valance 92 L/F x $5.10 5469.20 Garage Door w/Windows... 18 x 7 1 EA x 51,404.00 51,404.00 Gutter on Home 20s L/F x $5.67 5116.24 ALUMINUM TOTAL $15,449.37 Beam Work 1 x $159.54 5159.54 2x4 SM Beam Is L/F x $4.52 $81.36 CONCRETE AND BRICK WORK 2x6 SM Beam 38 L/F x $6.30 $239.40 Patio Slab . s x 10 = 80 Sq. Ft. x $3.24 5259.20 2x7 SM Beam _ L/F x $6.85 Woo Pati Sl 22 x 23 = 506 Sq. Ft. x $3.24 51,639.44 2x8 SM Beam _ L/F x $9.31 50.00 Patio Slab _ x _ = o Sq. Ft. x $3.24 moo 2x9 SM Beam 48 L/F x $10.10 5484.80 Patio Slab 5 x 17 = 85 Sq. Ft. x $3.24 5275.40 2x10 SM Beam . 24 L/F x $11.17 $268.08 Side Walk 3 x 30 = 90 Sq. Ft. x $3.24 5291.60 Carport Gable Framing _ x $107.35 $o.00 Drivew 22 x 23 = 506 Sq. Ft. x $3.24 51,639.44 SCREEN ROOM WALLS Driveway Flair 7 x 27 = 189 Sq. Ft. x $4.86 5918.54 Lap KP 8 + 22 + 8 + = 38 L/F x $35.24 51,339.12 Raised Utility _ 1 1/2" _ 4" x $34.95 50.00 Screen Door Includes: Raised Patio 6 C- 10.5 x 17 = 178.5 Sq . Ft. x $10.42 51,859.97 Closer and Threshold............ 1 EA x $107.16 5107.16 Raised Patio 6 C- 8 x n = 176 Sq. Ft. x $10.42 $1,833.92 Gable Fill one Side _ L/F x $17.37 moo Over 6 per ft per - 60 x s = 300 L/F x $3.07 $921.00 Fan Beam (not wired) 1 EA x $71.79 $71.79 Footer 8x12 Reinforced _ L/F x $5.59 50.00 MISC.: VENT/COACHLITES/2 COLUMNS/HOUSE DOOR $1,380.00 $1,380.00 Footer 12x12 Reinforced 57 L/F x $7.84 5446.88 UTILITY ROOM WALLS Skirting Footer 83 L/F x $4.32 5358.56 Walls _ + + + = o L/F x $40.56 50.00 1 Tread Step _ EA x $111.22 50.00 Shed Door and 1 Window _ EA x $250.00 so.00 2 Tread Step _ EA x $223.81 50.00 Single Window (Extra) _ EA x $89.20 50.00 3 Tread Step 3 EA x $336.55 51,009.65 Large Window 2 EA x $1 28.78 5257.56 4x4 Stoop _ EA x $287.37 50.00 Bug Shield _ L/F x $5.96 50.00 Brick Skirting Max 5 High Double Shed Doors _ EA $651.31 so.00 Split Brick Solid L/F ct Courses x $2.55 $0.00 Gable Walls 22 + 23 + 22 + = 67 L/F x $48.93 53,278.31 Split Brick Solid 122 L/F c 9 Courses x $2.78 $3,052.44 VINYL ROOM WALLS Fill Dirt n Loads x $141.40 51,555.40 Vinyl Wall _ L/F x $53.76 50.00 Pretreat $100.00 $100.0• Lap Top Inside and Out _ L/F x $16.44 $0.00 Firewall 1 x $800.00 $800.00 Florida Glass _ L/F x $ 12.17 50.00 Misc: LANDSCAPE PKG A 1 55,370.47 55,370.47 Insulate Top and Bottom _ L/F x $7.20 50.00 Lot Grading . i x $360.57 $360.57 Doors include (2) 2 Track Units Vinyl Door Unit _ EA x $152.37 50.00 CONCRETE $22,692.48 B &H will not be responsible for any leaks NOTE: According to the FL ALUMINUM $15,449.37 in VINYL ROOMS. X Building Code, a crack is not PERMIT $445.50 SIGN: a structural problem until it TAX $0.00 DATE: reaches 1/4" in width. TOTAL $38,587.35 *FAX TO: 813 - 715 -6585 FOR ENGINEERING.* All workmanship and materials are guaranteed for one year. A FINANCE CHARGE OF 1.5% per month will be accessed on all unpaid accounts in arrears. ANNUAL PERCENTAGE RATE of 18% plus attorney's fees if necessary to collect. ESTIMATES ARE ONLY GOOD FOR 30 DAYS. ....